关于连接滑动和滑动合下的连续复合体梁的机械性能研究
Hongliang Nan1, Peng Wang1, Qinmin Zhang1
1Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology, Kunming 650500, China.
Materials (Basel, Switzerland)
|July 14, 2023
概括
这项研究分析了钢混凝土复合梁,考虑了滑动和爬行. 研究结果显示,这些综合效应显著影响结构性能,增加曲率和改变曲时刻.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 钢混凝土复合梁在建筑中至关重要,但滑动和爬行效应往往被忽视.
- 滑动降低了刚性,而长期负载下的爬行对复合梁的性能是有害的.
研究的目的:
- 研究滑动和爬行对钢混凝土连续复合梁的联合影响.
- 开发一个准确的分析模型来预测这些束在长期负荷下的机械行为.
主要方法:
- 结合弹性理论和年龄调整有效模量方法来导出光束微分方程.
- 分析轴力,偏移和滑动的分析解决方案的能量变化方法.
- 在ANSYS中进行有限元分析,以模拟爬行和验证分析解决方案.
主要成果:
- 分析解决方案与有限元模拟结果一致,证实了模型的准确性.
- 结合的滑动和爬行会增加梁的偏移和钢梁曲的时刻.
- 结合的滑动和爬行会减少混凝土板的曲矩,显著影响结构性能.
结论:
- 开发的分析模型准确地捕捉了滑动和爬行的合效应.
- 考虑滑动和爬行对于连续复合梁的精确结构性能评估至关重要.
- 这项研究为在长期负荷条件下分析复合结构提供了理论基础.
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